JP3154941B2 - Construction formwork leveling bracket - Google Patents
Construction formwork leveling bracketInfo
- Publication number
- JP3154941B2 JP3154941B2 JP15003596A JP15003596A JP3154941B2 JP 3154941 B2 JP3154941 B2 JP 3154941B2 JP 15003596 A JP15003596 A JP 15003596A JP 15003596 A JP15003596 A JP 15003596A JP 3154941 B2 JP3154941 B2 JP 3154941B2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- mounting bracket
- support plate
- adjusting bolt
- pier
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Description
【０００１】[0001]
【発明の属する技術分野】この発明は、建築工事におけ
る柱、壁等の型枠建込み作業に当ってその型枠のレベル
を出すための金具に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a metal fitting for raising the level of a formwork in the work of building a formwork such as a pillar or a wall in a construction work.
【０００２】[0002]
【従来の技術】従来、この種型枠建込み時におけるレベ
ル出し作業に当っては、コンクリ−トスラブ上に固定し
た胴縁（通常３０mm×６０mm、又は２５mm×５０mmの桟
木) の上に、予め型枠のレベルをみながら適宜厚みのベ
ニヤ板や木片などによるキャンバ−を所定間隔に固定
し、さらにその上に型枠を載置して建込む手段が多い。2. Description of the Related Art Heretofore, in leveling work at the time of constructing this type of formwork, a leveling work (usually a 30 mm × 60 mm or 25 mm × 50 mm pier) previously fixed on a concrete slab is carried out. There are many means for fixing a camber such as a plywood or a piece of wood having an appropriate thickness at a predetermined interval while checking the level of the formwork, and further mounting the formwork on the camber.
【０００３】[0003]
【発明が解決しようとする課題】上記従来の方法では、
施工に多くの手間と労力を費し、ベニヤ板あるいは木片
など色々な厚みのキャンバ−を用意して重ねることによ
ってレベル調節をしなければならず、不合理で、かつ非
経済的である。In the above conventional method,
A great deal of labor and effort is required for construction, and the level must be adjusted by preparing and stacking cambers of various thicknesses such as plywood or wood chips, which is irrational and uneconomical.
【０００４】[0004]
【課題を解決するための手段】この発明は上記従来の課
題に鑑みなされたもので、その目的は、型枠建込み作業
の能率向上及び簡易化を図ると共に、数種類の厚みをも
ったキャンバ−を用意することもなく、転用も可能で、
合理的かつ、正確に型枠建込み作業を行うことができ
る。SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned conventional problems, and has as its object to improve the efficiency and simplification of the work of building a formwork and to provide a camber having several types of thicknesses. Without preparation, diversion is also possible,
Formwork can be rationally and accurately performed.
【０００５】その手段として、ほぼコの字形に折曲げ、
その上辺に数個所の釘孔を設けると共に、側辺には雌ね
じ部を一体に設けて形成した胴縁への取付金具と、この
取付金具の前記雌ねじ部に対して上下に進退自在に螺入
した調節ボルトと、この調節ボルトの頭部と軸上に固定
したフランジ部との間に回転可能に軸支した上向き突起
付の桟木支持板とからなることを特徴とする。[0005] As a means for this, it is bent into a substantially U-shape,
There are several nail holes on the upper side and a female hole on the side.
A mounting bracket for the torso formed by integrally providing a screw portion, an adjusting bolt screwed into the female screw portion of the mounting bracket so as to be able to move up and down, and fixed to the head and the shaft of the adjusting bolt. And a crosspiece support plate with an upward projection rotatably supported between the flange portion and the flange portion.
【０００６】上記構造により、型枠建込工事において多
種類の厚みをもったキャンバ−を用意してこれをコンク
リ−トスラブ上に固定した胴縁上にその都度、重ねて止
める労力に対し、合理的でしかも大幅な作業能率の向上
が図られ、数種類のキャンバ−を必要とせず、簡単、容
易にしかも経済的にも有利で、前記従来の課題を解消す
るものである。[0006] With the above structure, it is reasonable to reduce the labor required to prepare cambers having various thicknesses in formwork construction work and to stop the cambers each time on the rim which is fixed on the concrete slab. The present invention achieves efficient and efficient work efficiency, does not require several kinds of cambers, is simple, easy, and economically advantageous, and solves the above-mentioned conventional problems.
【０００７】[0007]
【発明の実施の形態】図１は本発明に係る建築用型枠レ
ベル出し金具の実施例を示す一部切断正面図、図２は同
上の側面図である。図中１は胴縁への取付金具で、板材
をほぼコの字形に折曲げて、その上辺２の数個所に釘孔
３を設けると共に、側辺４に雌ねじ部５を一体に設けて
なる。６はこの取付金具１の雌ねじ部５に対して上下に
進退自在に螺入した調節ボルトである。７はこの調節ボ
ルト６の頭部６１と軸上に固定したフランジ部８との間
に回転可能に軸支した上向き突起付の桟木支持板であ
り、９はその突起部を示す。DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a partially cutaway front view showing an embodiment of a formwork leveling metal fitting for a building according to the present invention, and FIG. 2 is a side view of the same. In the figure, reference numeral 1 denotes a mounting bracket for the body edge, and a plate material.
Is bent into a substantially U-shape, and nail holes are
3 and a female screw 5 is integrally provided on the side 4
Become. Reference numeral 6 denotes an adjusting bolt which is screwed into the female screw portion 5 of the mounting bracket 1 so as to be able to move up and down. Reference numeral 7 denotes a pier support plate with an upward projection rotatably supported between a head portion 61 of the adjustment bolt 6 and a flange portion 8 fixed on a shaft, and 9 denotes the projection portion.
【０００８】上記のように構成した本発明に係る建築用
型枠レベル出し金具の使用例を図３及び図４によって説
明する。打設、養生後のコンクリ−トスラブＳ上の所定
位置に例えば３０mm×６０mmの桟木による胴縁Ａを置
く。さらに、この右側面上に沿ってコンクリ−ト流出防
止用のアングル材Ｂ（プラスチック製等）を載置した状
態で、本発明に係る取付金具１の上辺２を、コンクリ−
ト釘Ｎでアングル材Ｂ及び胴縁Ａを同時に釘止めする。[0008] An example of the use of the above-constructed formwork leveling fitting according to the present invention will be described with reference to Figs. At the predetermined position on the concrete slab S after the casting and curing, a rim A made of, for example, a 30 mm × 60 mm pier is placed. Furthermore, concrete along on the right side - angle member B of Preparative outflow preventing (plastic, etc.) in a state of mounting, the upper sides 2 of the mounting bracket 1 according to the present invention, concrete -
The angle material B and the torso rim A are simultaneously nailed with the nail N.
【０００９】さらに、調節ボルト６の頭を回して桟木支
持板７の高さを調節し、所定のレベルを合わせた状態
で、この桟木支持板７上に型枠Ｐに釘止めした桟木Ｃを
置いて適度に打込むことにより、桟木支持板７の小突起
９によって仮止めできる。その後、型枠Ｐを締付けてコ
ンクリ−トを打設し、養生後に解体することができ、転
用可能となる。Further, the head of the adjusting bolt 6 is turned to adjust the height of the pier support plate 7, and the pier C is nailed to the formwork P on the pier support plate 7 with a predetermined level adjusted. It can be temporarily fixed by the small projections 9 of the crosspiece support plate 7 by placing and appropriately driving. Thereafter, the form P is tightened and a concrete is poured, and after curing, it can be dismantled and can be diverted.
【００１０】なお、上記アングル材Ｂは先に胴縁Ａの下
に敷設して固定してもよい。また、このアングル材Ｂの
代用として、胴縁Ａと桟木付型枠との間に発泡ポリエチ
レン板（図示省略）を介在してコンクリ−トの吹出し、
流出を防止することも容易に可能である。[0010] The angle member B may be first laid under the rim A and fixed. As a substitute for the angle member B, a foamed polyethylene plate (not shown) is interposed between the rim A and the formwork with a pier to blow out concrete.
It is also possible to easily prevent outflow.
【００１１】[0011]
【発明の効果】以上詳細に説明したようにこの発明の建
築用型枠レベル出し金具によれば、従来のように厚みの
異なる数種類の板状のキャンバ−を多数用意する必要
も、それをその都度重ねて釘止めする手間や労力も要せ
ず、胴縁に釘止めした取付金具の雌ねじ部に対して調節
ボルトを回転させて、桟木支持板の高さを簡単、容易に
調節して所定のレベルを出すことができ、桟木付の型枠
を桟木支持板上に仮止めする簡単な作業によって能率的
でしかも正確に型枠のレベル出しが可能となるなど実用
上有益な建築用型枠レベル出し金具を得ることができ
る。As described in detail above, according to the architectural form leveling metal fitting of the present invention, it is necessary to prepare a large number of plate-like cambers having different thicknesses as in the prior art. It does not require the labor or labor of repeatedly nailing each time, and the adjustment bolt is rotated with respect to the female thread of the mounting bracket nailed to the torso to adjust the height of the pier support plate easily and easily Practical construction formwork that can be efficiently and accurately leveled by simple work of temporarily fixing a formwork with a pier on a pier support plate. A leveling bracket can be obtained.
【図１】 本発明に係るレベル出し金具の実施例を示す
一部切断正面図、FIG. 1 is a partially cut front view showing an embodiment of a leveling metal fitting according to the present invention,
【図２】 本発明に係る同上の側面図、FIG. 2 is a side view of the same according to the present invention;
【図３】 本発明に係るレベル出し金具の使用状態図、FIG. 3 is a diagram showing a use state of the leveling metal fitting according to the present invention;
【図４】 本発明に係るレベル出し金具の使用状態図、FIG. 4 is a view showing a use state of the leveling metal fitting according to the present invention,
１ 取付金具 ５ 雌ねじ部 ６ 調節ボルト ７ 桟木支持板 DESCRIPTION OF SYMBOLS 1 Mounting bracket 5 Female thread part 6 Adjustment bolt 7 Crosspiece support plate
Claims (1)
所の釘孔を設けると共に、側辺には雌ねじ部を一体に設
けて形成した胴縁への取付金具と、この取付金具の前記
雌ねじ部に対して上下に進退自在に螺入した調節ボルト
と、この調節ボルトの頭部と軸上に固定したフランジ部
との間に回転可能に軸支した上向き突起付の桟木支持板
とからなることを特徴とする建築用型枠レベル出し金
具。1. An approximately U-shaped bend, several on its upper side
And a female screw section is integrated on the side.
A mounting bracket for the torso formed by cutting, an adjusting bolt screwed into the female screw portion of the mounting bracket so as to be movable up and down, and a head portion of the adjusting bolt and a flange portion fixed on a shaft. A formwork leveling metal fitting for a building, comprising a pier support plate with an upward projection rotatably supported between the piers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15003596A JP3154941B2 (en) | 1996-05-20 | 1996-05-20 | Construction formwork leveling bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15003596A JP3154941B2 (en) | 1996-05-20 | 1996-05-20 | Construction formwork leveling bracket |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH09302930A JPH09302930A (en) | 1997-11-25 |
| JP3154941B2 true JP3154941B2 (en) | 2001-04-09 |
Family
ID=15488082
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15003596A Expired - Fee Related JP3154941B2 (en) | 1996-05-20 | 1996-05-20 | Construction formwork leveling bracket |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3154941B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593563A (en) * | 2019-10-22 | 2019-12-20 | 安阳师范学院 | Combination of concrete form and structure that roughness was adjusted |
-
1996
- 1996-05-20 JP JP15003596A patent/JP3154941B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH09302930A (en) | 1997-11-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US6761345B1 (en) | Concrete form | |
| US5799399A (en) | Method of forming monolithic footings and foundation walls | |
| US5207931A (en) | Brace for concrete form | |
| US20060180736A1 (en) | Pre-cast concrete panels for construction of a building | |
| JPH02269267A (en) | Adjustable supporting-structure for metallic keyway form used for concrete slub of upper floor | |
| US5234654A (en) | Concrete forming system | |
| US7121520B2 (en) | Pre-cast concrete panels for construction of a building | |
| JP3154941B2 (en) | Construction formwork leveling bracket | |
| WO2002092306A1 (en) | Formwork for precast concrete panels | |
| US4616800A (en) | Swimming pool bond beam form system | |
| US5806274A (en) | Floor joist retainer and method for using the same | |
| JPH063878Y2 (en) | Anchor frame level adjustment structure | |
| JP2511635Y2 (en) | Basic top end setting jig | |
| JPH069243Y2 (en) | Temporary beam mounting structure for curved roof formwork | |
| JP3066711B2 (en) | Formwork equipment for fabric foundation construction | |
| JPS6133793Y2 (en) | ||
| JP2600007Y2 (en) | Top setting jig for concrete casting | |
| JPH0624528Y2 (en) | Standing structure of fence support | |
| JPH05239835A (en) | Independent foundation with form | |
| JPH0735870Y2 (en) | Formwork for slope concrete wall molding | |
| JP2535798Y2 (en) | Stair structure | |
| JPH063877Y2 (en) | Anchor frame level adjustment structure | |
| JPH0431409Y2 (en) | ||
| JPH0476117A (en) | Supporting device for anchor bolt | |
| JPH084514Y2 (en) | Concrete formwork |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080202 Year of fee payment: 7 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090202 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100202 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100202 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110202 Year of fee payment: 10 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110202 Year of fee payment: 10 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120202 Year of fee payment: 11 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130202 Year of fee payment: 12 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140202 Year of fee payment: 13 |
|
| LAPS | Cancellation because of no payment of annual fees |